Loading...
HomeMy WebLinkAboutAUTH-05-2023-196471.tif CATAWBACOUNTY Case# WELL-062023-197781 ®• Public Health Department Subdivision a Environmental Health Division • a PIN# 462705077683 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 2 w Site Address: 3535 OSPREY CT,TERRELL NC 28682 Name on Permit: *NEST HOMES LLC Property Size: Acres 1.41 Directions: HWy 150 E/ right Greenwood Rd/lot is on the left after Family Circle and before power transmission line Owner/Authorized Representative Acknowledgement of Permit Receipt !- _I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of the property described above. As the property owner or authorized representative,I have received the above referenced permit(s)as requested in the application for service RBPR-02-2022-40101, by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) J Electronic Image Transmittal/E-mail (Return receipt required) l As the property owner or authorized representative I have reviewed and understand the specific conditions of the permit issued, and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC 18A.1900), and/or Well Construction Standards(15A NCAC 2C.0100), shall apply to the issuance of this permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Date: 06/12/2023 Owner/Authorized Representative Signature Date Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) Signature (:)fr,/ Date/Time it 17012" Method: Fax Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wantt tto hear from yoLPlease ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHCusitomer5ervice h os+-1 5 , can ifiAivk ehpennit 06/12/2023 12:13 County: CutGW jl7 CONSTRUCTION AUTHORIZATION FOR G.S.130A-335(a2)/5L2022-11 PIN/Lot Identifier: i42.70S017G$3 Issued To: IVCSt Ny'►'t-5 L _C. Property Location: '153S OSO'C ctt Ter rc l 1 NCB 2.s/Co AOWE/PE Plans/Evaluations Provided: Yes 18 No❑ If yes,name and license number of AOWE/PE:Sur+wl Pt h IC-( Roi lms 4A 10OZ7 E Facility Type: S4'J1c Vr41Y,.1L1 'SI New 0 Expansion 0 Repair System Relocation ❑ Basement? 0 Yes No Basement Fixtures? 0 Yes ❑No Type of Wastewater System** NC•;.cPk, Z 5/ cc6vciivn (Initial) (Repair) Design Daily Flow: 1 O GPD Wastewater Strength:IS domestic ❑high strength 0 industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? 0 Yes E No Installation Requirements/Conditions Septic Tank Size: 1O O gallons Total Trench/Bed Length: 1-(10 feet Trench/Bed Spacing: 01 feet on center Drainfield square footage: 1130 Trench/Bed Width: 3Ca inches LIAR: 0 3 gpd/ft' Soil Cover:Cs'r' , inches Slope Adjusted Maximum Trench/Bed Depth: .7U inches /e Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applicable): )CtX) gallons Requires more than 1 pump? ❑Yes ll No Pump Requirements:SZ•Z'ft.TDH vs.35' GPM Grease Trap Size(if applicable): gallons Distribution Method: 0 Serial 0 D-Box or Parallel ®Pressure Manifold(s) 0 LPP ❑Other: Artificial Drainage Required: Yes❑ No ES If yes,please specify details: Legal Agreements(If the answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required(.1937(h)): Yes 0 No lZ Easement,Right-of-Way,or Encroachment Agreement Required(.19380)): ❑Yes I&1 No Declaration of Restrictive Covenants: 0 Yes ®No "If applicable: I understand the system type specified Is different from the type specified on the application. I accept the specifications of this permit. Owner/Legal Representative Print Name: Owner/Legal Representative Signature: Date: Pre-Construction Conference Required: Yes 0 No rig Conditions: Sec- OC ,lY-, The construction and installation requirements of Rules_1950,.1952,.1954,•1955,.1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shal be installed in accordance with the attached system layout. AOWE/PE Print Name: C/,!t / fe0//a!'I AOWE/PE Signature: � iL----� Date: 4i,/&? :. , j!�il/llll/�j This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)anditt �,ti:J.$w �•�% ; 'See attached site sketch* ,,.• �����.•'�• • 9.1.wy4'. rJ • Ccr; '..tn01, . r. ,,fk`tALU�•CrA`4 ;$•. 3535 Osprey Ct County: Catawba This Section for Local Health Department Use Only Initial submittal received:4/26/23 by RP Datc Initials Permit Number: Auth-05-2023-196471 G.S. 130A-335(a6)states the following: '!f a local health department fails to act on an application fora construction authorization submitted pursuant to subsection(a5)of the section within 10 business days of receipt of a complete application, the local health deportment shall issue the construction authorization.' In accordance with G.S. 130A-335(a5)the construction authorization application is: ❑ Incomplete(If box is checked, information in this section is required.) The following items are missing; Copies of this were sent to the AOWE/PE and the Owner on Date State Authorized Agent: Date: ❑ Denied (See attached report.) Copies of this were sent to the AOWE/PE and the Owner on Dote State Authorized Agent: Date: © Complete /}t �1 �- State Authorized Agent: 'ram' Date of Issuance: 5/23/23 This Construction Authorization is issued pursuant to G.S. 130A-335(a2),(a5),and (a6) using the signed and sealed plans or evaluations attached here.This Construction Authorization is subject to revocation if the site plan, plat,or the intended use changes,or if information submitted in the application was falsified,inaccurate or misleading. The Construction Authorization shall not be affected by a change in ownership of the site. This Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. The location and identification of all property lines,easements,water lines, and other appropriate utilities shall be the responsibility of the owner. Final landscaping shall be constructed to divert water and establish vegetative cover. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties, and responsibilities imposed by statute or in common law from any claim arising out of or attributed to plans,evaluations, preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(a5),and (a7).The Department,the Department's authorized agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other obligations under State law or rule,including the issuance of the operations permit pursuant to GS 130A-337. Construction Authorization Expiration Date: 5/8/28 *See attached site sketch* SOIL I FORESTRY SERVICES CIF -THE CAROLINAS, PA www.soilandforestryservices.com Attached is a proposed design for an Accepted (25% reduction) Septic System with Pressure Manifold distribution for a 4 bedroom single family residence at 3535 osprey ct.,Terrell 28682,Catawba County,NC.PIN (462705077683). Contents: Page Information for the Installer 1 Design Information Design Specifications 2-3 Layout Specifications 4 System Tapsheet 5 Pressure Manifold Diagram 6 Site Plan/System Plan 7 Calculations 8 Profile Descriptions (G1CrS QiL__�C 9 Application Atr- Lt, •TRo�C 622, ENT PROV. P4ct y eo r,, 1,) v4 IP Form -='- --- i " 10 CA Form _ _ _ aa/ ;• `' ,`'le sr kA A. 1� v Subdivision Plat �bF 1231 G4'9--o 12 NO RTN April 4,2023 Project No.22-0117 Design By: Soil& Forestry Services of the Carolinas, PA 1 INFORMATION FOR THE INSTALLER: - The permit should be read very carefully prior to bidding. The following are details that must be considered along with all other considerations. - Tanks shall be approved by DHHS, and certification supplied by the manufacturer. - Tanks shall be water tested prior to installation. - The installer shall be responsible to the owner for placement of the tanks and to insure that final grades are returned to the original natural grade, with exception of added structural features. - The supply trench shall be compacted to eliminate cavities left during initial fill placement. - Installation of the system shall be during dry conditions in order to protect the soil structure. - All fittings shall be pressure rated fittings. - All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to weld all joints. - Trenches shall be carefully excavated so the bottom is within 2" from the highest to . the lowest points of elevation within the trench. If the bottom elevation needs adjusting after it has been trenched, it will be done by removing high points rather than filling low points. It is extremely important to insure that trenches are not over excavated during initial trenching. All fine grading within the trench will be hand done with a shovel. No loose material will be left in the trench - All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. - All tanks shall be properly back filled and compacted to prevent slump at a later date. - Earth dams, constructed of relatively impervious material, shall be installed at the beginning and end of each lateral. - No heavy equipment shall be used on the field during or after installation. The use of a small loader(i.e. Bobcat)or a trencher(i.e. Ditch Witch 2300/2310) may be used for installation. - Elevations at pinflag locations should be checked by the installer prior to beginning trenches. - Pumptank riser should be 6" above grade, control panel should be 12"above grade. - Septic tank riser shall be a minimum of 6" above finished grade. - System is specified as an Accepted 25% reduction installation w/Pressure Manifold. - Repair is specified as an Accepted 25%reduction installation w/Pressure Manifold 2 PRESSURE MANIFOLD SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Nest Homes Address: P.U. Box 3965 Mooresville,NC 28117 Phone: 704.202.1524 County: Catawba Location: 3535 Osprey CT Terrell, NC 28682 Source of Wastewater Flow: 4 Bedroom Single Family Residence Estimated Daily Wastewater Production: 480 gpd System Flow: 35.55 Design Specifications Drainfield Size: 410 Loading Rate: 0.3 Depth of Gravel in Trench: NA (25% reduction ) Gravel Size: NA (25% reduction ) Trench Depth (low side): 30 in. Repair Trench Depth 30 in. Trench Width: 36 in. Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 343 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 59.68 Dosing Volume: 187.41 Supply Manifold: 4 in. SCH 80 PVC Supply Manifold Length: 4 ft. (minimum) Supply Manifold Volume: N/A Recommended Float Controls: SJE Sensor Float Control Switches as Required for Control Panel or County Approved Equivalents Recommended Control Panel: SJE-Rhombus Model 112 (NEMA 4x) Control Panel or County Approved Control Panel Pressure Head: 2 ft. Friction Head: 10.39 Elevation Head: 33.00 Total Dynamic Head: 52.20 Threaded Union: In Tank Gate Valves: 1 in Tank 1 at Pressure Manifold Check Valves: In Tank Anti-Siphon Hole: NA Additional Comments: Soil suitability was performed by Soil & Forestry Services of the Carolinas, PA. 3 3535 Osprey CT PRESSURE MANIFOLD DESIGN DESIGN FLOW: 480 SOIL APPLICATION RATE: 0.3 TOTAL AREA TRENCH BOTTOM: 1230 TOTAL LATERAL LENGTH: 410 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 400 SUPPLY LINE LENGTH: 343 TOTAL DYNAMIC HEAD: 52.20 MANIFOLD SIZE: 4 in.SCH 80 PVC DOSING VOLUME: 187.41 PUMP TANK DRAW DOWN*: 8 9 SEPTIC TANK SIZE: 1000 PUMP TANK SIZE: 1000 *Pump tank draw down based on a volume basis of 21 gallons per inch. Draw down may vary among pump tank manufacturers. • ' 4 Layout Specifications-3535 Osprey Ct Lot 2 Project#:23-0035 LAYOUT FOR 4 BEDROOM HOME April 4,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM (right rear PC) 3.90 100.00 HOUSE PUMP TANK INSTR. 1 103.9 1 RED 3.30 100.60 72 72 2 ORANGE 4.30 99.60 104 104 3 YELLOW 4.70 99.20 101 101 4 BLUE 5.00 98.90 100 100 5 PINK 5.60 98.30 97 97 6 BLUE 6.00 97.90 29 29 7 RED 6.60 97.30 94 82 8 ORANGE 7.50 96.40 82 82 9 YELLOW 8.10 95.70 86 82 10 BLUE 9.00 94.90 88 82 11 PINK 9.60 94.30 91 82 12 RED 10.20 93.70 78 78 Total 1022 991 SOIL LOW SIDE LINE LTAR SYSTEM !TAR TRENCH 'TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 410 0.300 ACCEPT. 0.300 25%RED PRESSURE 30" MANIFOLD Repair 581 0.250 Accept. 0.250 25%RED PRESSURE 30" MANIFOLD Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines were located by GPS. 5 PRESSURE MANIFOLD TAPSHEET -3535 Osprey CT SYSTEM Line# Color Elevation Length jiole Size Flow/Can Trench:4trea Line LTAR 7 RED 97.30 82 SCH 40 1/2 7.11 246 0.15 8 ORANGE 96.40 82 SCH 40 1/2 7.11 246 0.15 9 YELLOW 95.70 82 SCH 40 1/2 7.11 246 0.15 10 BLUE 94.90 82 SCH 40 1/2 7.11 246 0.15 11 PINK 94.30 82 SCH 401/2 7.11 246 0.15 total feel = 410 gaUmin= 35.55 Des.Flow 480 Pump Run= 5.27 soil LTAR 0.3 LIAR+5% 0.315 LIAR with ACCEPTED 0.4 LTAR with ACCEPTED+5% 0.42 r z j p cD DO V P1 44 /7 / : N Z ,g. T/ `T (Av, u,u) (,) r` /\ \ � LI LI _ __ _ _ -1 'N 00000 ,---//\ ,','`,.` NNNNN Cil Cri CD A ! —o 0 . [�. GI/ ' n0 , , o U) 6 a U) ® L 0 C y �e1(t(H g' R;11, rt • II o D z i 1 A 0 10 17 \lk:\ g ... , s N ", 0' ' x D Fri g frt. .91k:11 4 ) . 6 44, lk N.-A44,,.. _ ..: CU '' 0 I"'� a a z d Fi 5 14 x LON -‹ \ C4i A of 150 • . v �� 44 c 0 OctC1R• t� �� / • br sz, • y SITE NY/ ds¢1,10141 �� VICINITY MAP*S*NO SCALE 1 /� ` — — �i• fliWi;"it° � 7 � r t. p., a 1�1 /�� IO riI ,�\O �� C , O �o� ASEP11c / v • ' PUMP TAN tIki �yy 3\3 h tiw / 3 J ss 33`/ .;;r" // 411 i E 563,1 02.. S63 754"E P� ai�n�c c 23• 77. 0, 4, : ;1 I� LOT 3 ` =` MONTE MASONBRINK of. 3681/1134 —• . -.*:. 4111111% , . / Ir P SSIBLE WELL I 'cg0 '` CONC. CALC. DRIVE = 4,568 SQ. FT. M .. WALK = 194 SQ. FT. 41 } ti V cr LO W'r E~ N 0 W L. 1.5' LI, is, LINE TABLE •E" m ? LINE BEARING LENGTH O f cm >> ' /01„'> L1 S 04'43'55" E 23.30' �l L OD N 9•6. �' ry L2 N 76'44'18" E 53.57' co z U' g ;4: L3 S 89'34'11" E 22,87' cv 0 0 1' O 4, , o e 9�. ' 2' L4 S 30'17'29" E 1.38' E' z 9 '`'1 88(8 . I Y 8,? l • 0CURVE TABLE V- w 86182. 1 ,- CURVE RADIUS LENGTH BEARING CHORD �" o 8 0 7.5' 82' "•K . S��\ Cl 50.00' 92.90' S 27'29'18" W 80.10' D 6 :4' (B2'� IS+ V ��, ^� 7 R 6 •6 g � _~• ) 05P5.6' 97' ,. 1 4 8 5.0' 40J.._ ,-'.4ior a. 0 tn LOT 1 I 3 Y 4.7' s wt. .d NEST HOMES 0 dr.3 04 G LEGEND ���,�+ E.I.P. = EXISTING IRON FOUND 3615/2�0 I 2� : 3' 72' ��� `I.P.s. - /4 REBAR SET 15' SIDE A R/W - RIGHT-OF-WAY N52'05'44"W = I ' CP = COMPUTED POINT 193.38 'J BM 3.9' (TOG) R/W NOTES 1) THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/OR 0' 30' 60' 100' PLOT P L A N SURVEY RIGHTS OF WAY OF RECORD. 2) ACREAGE COMPUTED SY THE COORDINATE METHOD. 11 OF 3) UNDERGROUND POWER 3535 OSPREY CT 4) NO GRID MONUMENT FOUND WITHIN SCALE IN FEET 2000 FEET_ LOT 2 OSPREY COVE P H . 2 SCALE 1" 60' MOUNTAIN CREEK TWSP., CATAWBA CO., N.C. FIELD BOOK: FILE: OSPREY COVE 2 nr cr.c. 1 • 8 CALCULATIONS Location 3535 Osprey Ct Terrell, NC 28682 Project Number 23-0035 Lot No: 2 No. of Bedrooms 4 Design Flow 480 gal/day LTAR 0.300 9Pd'"= 25% RED.? (YES OR NO) YES Supply Line Length 343 ft. Supply Line Volume 59.682 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 400 ft. 2" SCH 40 PVC Amount of Line from Layout 410 ft. GPM f 20 0.84 Gallons per Minute 35.55 gal/min -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Minimum Standard Tank Size 1000 30 1.78 -1.76 Lateral Line Volume 267.73 gal. 35 2.37 -2.25 Dosing Volume 187.41 gal. 40 3.03 Note: Dosing Volume based on 70%of 43.07 3.48 lateral line volume 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 8.9 Generic Draw Down of 21 gaLper in. Pump Run Time 5.27 minutes Elevation Head 33 ft. Pressure Head 2 ft. Friction Factor 3.03 ft./100 ft. (From the interpolater.) Friction Head 10.39 ft. Total Dynamic Head (+15%) 52.20 ft.